US9914668B2 - Compositions and methods for curing concrete - Google Patents

Compositions and methods for curing concrete Download PDF

Info

Publication number
US9914668B2
US9914668B2 US13/580,913 US201113580913A US9914668B2 US 9914668 B2 US9914668 B2 US 9914668B2 US 201113580913 A US201113580913 A US 201113580913A US 9914668 B2 US9914668 B2 US 9914668B2
Authority
US
United States
Prior art keywords
composition
concrete
hardening
percent
siliconate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active, expires
Application number
US13/580,913
Other versions
US20130029050A1 (en
Inventor
Dal N. Hills
Kent Barrus
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ADHESIVES TECHNOLOGY Corp
Original Assignee
ADVANCED CONCRETE TECHNOLOGIES LLC
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ADVANCED CONCRETE TECHNOLOGIES LLC filed Critical ADVANCED CONCRETE TECHNOLOGIES LLC
Priority to US13/580,913 priority Critical patent/US9914668B2/en
Assigned to ADVANCED CONCRETE TECHNOLOGIES, LLC reassignment ADVANCED CONCRETE TECHNOLOGIES, LLC ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: BARRUS, KENT, HILLS, DAL N.
Publication of US20130029050A1 publication Critical patent/US20130029050A1/en
Application granted granted Critical
Publication of US9914668B2 publication Critical patent/US9914668B2/en
Assigned to KAYNE SENIOR CREDIT III LOANCO, LLC, AS ADMINISTRATIVE AGENT reassignment KAYNE SENIOR CREDIT III LOANCO, LLC, AS ADMINISTRATIVE AGENT ASSIGNMENT FOR SECURITY - PATENTS Assignors: ADHESIVES TECHNOLOGY CORPORATION
Assigned to ADHESIVES TECHNOLOGY CORPORATION reassignment ADHESIVES TECHNOLOGY CORPORATION RELEASE OF SECURITY INTEREST : RECORDED AT REEL/FRAME - 055382/0510 Assignors: KAYNE SENIOR CREDIT III LOANCO, LLC
Assigned to ADHESIVES TECHNOLOGY CORPORATION reassignment ADHESIVES TECHNOLOGY CORPORATION ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: ADVANCED CONCRETE TECHNOLOGIES LLC
Assigned to JPMORGAN CHASE BANK, N.A., AS COLLATERAL AGENT reassignment JPMORGAN CHASE BANK, N.A., AS COLLATERAL AGENT SECURITY INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: ADHESIVES TECHNOLOGY CORPORATION, AMERICAN SEALANTS, INC., ASP METEOR ACQUISITION CO LLC, EPOXIES LLC, EPOXY TECHNOLOGY INC., EVANS ADHESIVE CORPORATION, W.F. TAYLOR LLC
Active legal-status Critical Current
Adjusted expiration legal-status Critical

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/009After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone characterised by the material treated
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/04Silica-rich materials; Silicates
    • C04B14/06Quartz; Sand
    • C04B14/062Microsilica, e.g. colloïdal silica
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/40Compounds containing silicon, titanium or zirconium or other organo-metallic compounds; Organo-clays; Organo-inorganic complexes
    • C04B24/42Organo-silicon compounds
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/24Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing alkyl, ammonium or metal silicates; containing silica sols
    • C04B28/26Silicates of the alkali metals
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/04Preventing evaporation of the mixing water
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/4578Coating or impregnating of green ceramics or unset concrete
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/46Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
    • C04B41/47Oils, fats or waxes natural resins
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/46Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
    • C04B41/48Macromolecular compounds
    • C04B41/4838Halogenated polymers
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/46Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
    • C04B41/48Macromolecular compounds
    • C04B41/4857Other macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B41/4869Polyvinylalcohols, polyvinylacetates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/46Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
    • C04B41/49Compounds having one or more carbon-to-metal or carbon-to-silicon linkages ; Organo-clay compounds; Organo-silicates, i.e. ortho- or polysilicic acid esters ; Organo-phosphorus compounds; Organo-inorganic complexes
    • C04B41/4905Compounds having one or more carbon-to-metal or carbon-to-silicon linkages ; Organo-clay compounds; Organo-silicates, i.e. ortho- or polysilicic acid esters ; Organo-phosphorus compounds; Organo-inorganic complexes containing silicon
    • C04B41/4922Compounds having one or more carbon-to-metal or carbon-to-silicon linkages ; Organo-clay compounds; Organo-silicates, i.e. ortho- or polysilicic acid esters ; Organo-phosphorus compounds; Organo-inorganic complexes containing silicon applied to the substrate as monomers, i.e. as organosilanes RnSiX4-n, e.g. alkyltrialkoxysilane, dialkyldialkoxysilane
    • C04B41/4927Alkali metal or ammonium salts
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/50Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with inorganic materials
    • C04B41/5076Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with inorganic materials with masses bonded by inorganic cements
    • C04B41/5089Silica sols, alkyl, ammonium or alkali metal silicate cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/60After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone of only artificial stone
    • C04B41/61Coating or impregnation
    • C04B41/65Coating or impregnation with inorganic materials
    • C04B41/68Silicic acid; Silicates

Definitions

  • the present invention relates generally to compositions and methods for curing concrete and, more specifically, to compositions that hold moisture within concrete as the concrete cures, as well as to methods for retaining moisture within concrete as it cures.
  • the present invention includes compositions and methods in which a hardening and densifying agent is used in curing concrete, including, without limitation, concrete structures, such as slabs, pavement, runways and decks (e.g., bridges, parking structures, etc.).
  • Concrete typically includes cement, fly ash, and an aggregate (e.g., sand, limestone, gravel, etc.), among other possible components (e.g., chemical admixtures, etc.).
  • an aggregate e.g., sand, limestone, gravel, etc.
  • cement e.g., fly ash
  • aggregate e.g., sand, limestone, gravel, etc.
  • chemical admixtures e.g., etc.
  • cement gel or paste cures, or sets, to bind the other components of the concrete together. The longer the cement is exposed to water, the more complete and consistent (e.g., even) the hydration reaction throughout the concrete. Initially, the cement gel or paste is rigid, but not very strong.
  • the resulting structural changes to the concrete may cause the cement and, thus, the concrete, to be undesirably porous, to crack, or to otherwise weaken. Accordingly, it is often desirable to maintain a suitable water, or moisture, content within fresh concrete until the cement gel or paste has had sufficient time to gain strength.
  • a number of techniques have been developed to maintain the moisture content of fresh concrete as the cement within the fresh concrete cures, or strengthens.
  • One common technique involves trapping water within the fresh concrete by providing a moisture barrier on the exposed surfaces of the fresh concrete.
  • Common moisture barriers include resinous (e.g., acrylic, etc.) concrete curing compositions.
  • resinous concrete curing compositions Unfortunately, many conventional resinous concrete curing compositions do not provide an aesthetically pleasing finished surface, and they are difficult to remove.
  • the present invention includes compositions that may be used to retain moisture within fresh concrete as it cures to optimize curing of the concrete.
  • compositions of the present invention are referred to herein as being useful for curing concrete.
  • a composition suitable for curing concrete may include a hardening and densifying agent.
  • a hardening and densifying agent examples include, but are not limited to, silicates.
  • silicates include polysilicates (e.g., alkali metal polysilicates, such as lithium polysilicate, sodium silicate, potassium silicate, etc.) and colloidal silicas.
  • the ability of the hardening and densifying agent to reduce porosity in exposed surfaces of fresh concrete may, in effect, cause the fresh concrete to retain moisture for prolonged periods of time, which may enhance or even optimize curing of the fresh concrete.
  • a composition of the present invention may consist of the hardening and densifying agent. In other embodiments, a composition may consist essentially of the hardening and densifying agent.
  • a siliconate e.g., a metal siliconate; an alkali metal siliconate, such as potassium methyl siliconate; etc.
  • siliconates are known to form polymeric films on surfaces to which they are applied. Such a polymeric film may enhance the ability of the hardening and densifying agent to trap moisture within fresh concrete.
  • composition of the present invention includes a temporary moisture sealing agent in addition to a hardening and densifying agent and, optionally, a siliconate.
  • the temporary moisture sealing agent forms a substantially confluent (i.e., substantially non-porous) film over the surface.
  • a film formed by the temporary moisture sealing agent acts as a moisture barrier, preventing water from escaping the temporarily sealed surface on which the film has been formed.
  • a temporary moisture sealing agent may degrade within days (e.g., three days, seven days, 14 days, less than a month, etc.) of its application to a concrete surface, enabling self-dissipation or simplifying its removal from the surface, and enabling further treatment of the surface without any significant time delay after the concrete has sufficiently cured.
  • compositions that includes or consists essentially of any of the foregoing may also include one or more non-essential components.
  • non-essential components may include pigments, surfactants and leveling agents.
  • Concrete curing systems that include separate components are also within the scope of the present invention.
  • such a concrete curing system may include one component that includes hardening and densifying agent and, optionally, a siliconate, while a separate component includes a temporary moisture sealing agent.
  • the present invention also includes various embodiments of methods for formulating and manufacturing compositions that may be used to cure concrete.
  • a hardening and densifying agent may be blended with one or more substances, such as a siliconate or a temporary moisture sealing agent, that will retain moisture within fresh concrete as the fresh concrete cures.
  • the present invention includes methods for curing concrete.
  • a method includes applying a composition that includes a hardening and densifying agent to an exposed surface of the concrete.
  • the hardening and densifying agent may be applied alone, or with one or more other substances that will retain moisture within the fresh concrete.
  • the hardening and densifying agent may be applied with a siliconate.
  • the hardening and densifying agent may be applied with a temporary moisture sealing agent.
  • application of the hardening and densifying agent may be effected before the other substance forms a film or barrier on the surface.
  • the hardening and densifying agent may be applied before the other substance, substantially concurrently with the other substance, or as part of the same composition as the other substance. In other embodiments, the hardening and densifying agent may be applied to the surface after the other substance, but before the other substance forms a barrier on the surface (e.g., polymerizes, agglomerates, etc.).
  • a composition that is suitable for preventing moisture from escaping fresh, curing concrete (i.e., for use in curing concrete) in accordance with teachings of the present invention in various embodiments, includes a hardening and densifying agent. Some embodiments of such a composition further include a siliconate. In other embodiments, a composition of the present invention may additionally include a temporary moisture sealing agent.
  • the hardening and densifying agent of a composition of the present invention may comprise, consist essentially of or consist of a polysilicate. More specifically, the polysilicate may include a metal polysilicate. In even more specific embodiments, the metal polysilicate may comprise one or more alkali metal polysilicates, such as lithium polysilicate. The polysilicate may make up about 10% to about 20% of the total weight (i.e., w/w) of a composition of the present invention. These percentages are based upon the polysilicate-containing product used in the composition. As polysilicates are typically provided in liquid form, the percentages represent the amount of liquid, regardless of the solids content of that liquid, used in a composition of the present invention.
  • the actual solids (i.e., lithium polysilicate) content of that product is about 20% solids, by weight (w/w), meaning that the actual lithium polysilicate content of a composition of the present invention is about 2% to about 4% of the total weight of the composition (i.e., about 10% ⁇ 20% to about 20% ⁇ 20%).
  • the hardening and densifying agent of a composition may include, consist essentially of or consist of a colloidal silica, such as a cationic amorphous silica.
  • colloidal silica such as a cationic amorphous silica.
  • colloidal silicas are often obtained in liquid form.
  • the colloidal silica suspension available from Grace Davison as LUDOX® HSA has a silica content of 29.0% to 31.0%, by weight of the solution.
  • composition that includes that type of colloidal silica may have an actual colloidal silica content of about 2.9% w/w (i.e., about 10% ⁇ 29.0%) to about 6.2% w/w (i.e., about 20% ⁇ 31.0%).
  • compositions that include mixtures of different types of hardening and densifying agents, including different silicates, are also within the scope of the present invention.
  • the siliconate may comprise about 3% to about 6% of the weight of the composition.
  • the siliconate may comprise a metal siliconate.
  • the siliconate may comprise an alkali metal siliconate, such as potassium methyl siliconate.
  • the potassium methyl siliconate of a composition of the present invention may comprise the “silane resin solution” available from Dow Corning Corporation of Midland, Mich., as XIAMETER® OFS 0777 SILICONATE. That solution has a solids content of 40% to 70% w/w.
  • the actual potassium methyl siliconate solids may make up about 1.2% (i.e., about 3% ⁇ 40%) to about 4.2% (i.e., about 6% ⁇ 70%) of the weight of the composition.
  • Silicates and other hardening and densifying agents may facilitate curing of concrete without the need for subsequent removal, or requiring only a minimal removal effort (e.g., spraying with water, light brushing, etc.).
  • the temporary moisture sealing agent of the curing compound may be selected and/or configured to remain in place for a few days, and then be removed with little or no additional effort. It may eventually break down and dissipate once the fresh concrete has sufficiently cured.
  • Examples of a temporary moisture sealing agent that may be used in various embodiments of compositions and methods that incorporate teachings of the present invention include, without limitation, materials that will degrade in a matter of days (e.g., three days, seven days, fourteen days, etc.).
  • such a material may include a wax, such as a paraffin wax, a polyethylene wax, a scale wax or the like.
  • the temporary moisture sealing agent may be included in a composition in an amount that will enable it to form a substantially confluent film over a surface to which the composition is applied.
  • about 30% to about 60% of the weight of a composition may comprise a temporary moisture sealing agent.
  • a specific, but non-limiting, example of a wax that may be used in a composition of the present invention is the paraffin wax available from Michelman, Inc., of Cincinnati, Ohio, as MICHEM® LUBE 743. That material has a solids content of 35% to 50%, which would equate to about 10.5% (i.e., about 30% ⁇ 35%) to about 30% (i.e., about 60% ⁇ 50%) of a composition of the present invention.
  • the temporary moisture sealing agent may comprise a scale wax, such as MICHEM® EMULSION 70750 or MICHEM® EMULSION 39235, both of which are available from Michelman, Inc.
  • a specific embodiment of a composition of the present invention includes (or may consist of) about 10% to about 20%, by weight, lithium polysilicate or colloidal silica; about 3% to about 6%, by weight, potassium methyl siliconate; and about 30% to about 60%, by weight, wax, with the balance (e.g., about 14% to about 69%, by weight) of the composition comprising water.
  • a composition of the present invention may consist of a temporary moisture sealing agent, a hardening and densifying agent (e.g., a silicate and/or colloidal silica), and, optionally, water.
  • a hardening and densifying agent e.g., a silicate and/or colloidal silica
  • a variety of other membrane or film forming temporary moisture sealing agents may be used in a composition that incorporates teachings of the present invention.
  • Non-limiting examples of other temporary moisture sealing agents include oils and oil based curing compounds, polyvinyl alcohol (PVA) based curing compounds, chlorinated rubber curing compounds, resin based curing compounds, and other materials and compounds that will form a temporary membrane or film over a surface of fresh concrete to seal moisture within the fresh concrete as it cures.
  • PVA polyvinyl alcohol
  • Another embodiment of temporary moisture sealing agent includes water-soluble film-forming polymers, such as those described by U.S. Patent Application Publication 2009/0162540 of Golovkova, et al., the entire disclosure of which is, by this reference, hereby incorporated herein.
  • chloroparaffins such as chloroparaffins, fatty acid triglycerides, alkyl sulfonic esters (e.g., phenols, cresoles, fatty acid esters, etc.), phthalates (e.g., dioctyl phthalate, dibutyl phthalate, benzyl butyl phthalate, etc.), polymers derived from glycerol, polymers derived from iso-cyanates or thio-cyanates (e.g., polyurethane, vegetable oil-extended polyurethane systems, moisture-curable polyurethane polymers, etc.). polymers derived from sulfur-containing reactants and polymers derived from silicon-containing reactants may be used as temporary moisture sealing agents.
  • alkyl sulfonic esters e.g., phenols, cresoles, fatty acid esters, etc.
  • phthalates e.g., dioctyl phthalate, dibutyl phthalate,
  • one or more other components may also be included in a composition according to the present invention.
  • Non-limiting examples of such components include surfactants. leveling agents and pigments.
  • a surfactant may enable these two components to homogeneously or substantially homogeneously blend with one another.
  • a leveling agent may facilitate spreading of a composition of the present invention over a surface of a substrate to be cured.
  • a pigment may serve a variety of functions, including, without limitation, providing an identifier of the state of a substrate (e.g., an indicator that the substrate has not cured, etc.), light reflectance (e.g., when a white or other light colored pigment is used) and the like.
  • the present invention also includes methods for compounding a composition for use in curing concrete.
  • a method includes providing a volume of water, blending at least one hardening and densifying agent into the volume of water, then blending at least one temporary moisture sealing agent into the volume of water. Blending may be effected using substances (e.g., the hardening and densifying agent and the temporary moisture sealing agent, etc.) that are already in solution (e.g., aqueous based substances, etc.).
  • a siliconate or mixture of siliconates may be blended into the composition.
  • the siliconate or siliconates may be added after the hardening and densifying agent has been mixed with the water and/or before the temporary moisture sealing agent is blended with the water and the hardening and densifying agent.
  • a volume of water is provided that corresponds to about 14 percent to about 69 percent of a total weight of the desired finished composition.
  • At least one hardening and densifying agent is then mixed into the volume of water, with the amount of the hardening and densifying agent being sufficient to comprise about 10 percent to about 20 percent of the total weight of finished composition.
  • a sufficient amount of at least one siliconate may be blended into the mixture such that about three percent to about six percent of the total weight of the finished composition will comprise the at least one siliconate.
  • at least one temporary moisture sealing agent is blended into the mixture. The amount of the temporary moisture sealing agent may be sufficient to comprise about 30 percent to about 60 percent of the total weight of the finished composition.
  • the resulting composition may then be packaged, stored, and transported in any suitable manner known in the art.
  • the present invention includes methods for curing concrete.
  • a method includes applying a composition that includes a hardening and densifying agent to an exposed surface of the concrete.
  • the hardening and densifying agent may be applied alone, or with one or more other substances that will retain moisture within the fresh concrete.
  • the hardening and densifying agent may be applied with a siliconate.
  • the hardening and densifying agent may be applied with a temporary moisture sealing agent.
  • application of the hardening and densifying agent may be effected before the other substance forms a film or barrier on the surface.
  • the hardening and densifying agent may be applied before the other substance, substantially concurrently with the other substance, or as part of the same composition as the other substance. In other embodiments, the hardening and densifying agent may be applied to the surface after the other substance, but before the other substance forms a barrier on the surface (e.g., polymerizes, agglomerates, etc.).
  • the present invention also includes concrete curing systems in which these components are separate from one another.
  • the ability of a composition or system of the present invention to retain moisture within fresh concrete were evaluated by a known technique—the ASTM C 156 (2005) test protocol from ASTM International.
  • the ASTM C 156 (2005) is a test protocol titled “Water Retention by Liquid Membrane-Forming Curing Compounds for Concrete” that determines the ability of various compounds to prevent moisture from escaping fresh concrete.
  • the tested composition was applied to finished surfaces of fresh concrete slabs and the weight loss of each sample was measured after a predetermined duration of time.
  • Standard mortar was mixed.
  • Standard mortar includes ASTM C 150 Type I/II Portland cement, ASTM C 778 standard graded sand, and water.
  • the water-to-cement ratio of the mixture was 0.4 and the sand-to-cement ratio of the mixture was 2.19.
  • the mortar mixture was used to prepare three two inch thick square mortar specimens with 39.1 sq. in. top surfaces for the tested composition, and three more mortar specimens to serve as a control.
  • the surface of each mortar specimen was steel troweled.
  • the edges of each specimen were sealed with paraffin wax, providing a test surface with an area of about 36 sq. in.
  • each mortar specimen was placed in a special controlled humidity chamber (with a temperature of 100° ⁇ 2° F., a relative humidity of 32% ⁇ 2%, and a water evaporation rate of 2 gal./hour) and weighed. The mortar specimens were then permitted to cure in the chamber for another 72 hours, at which point the weight of each mortar specimen was again determined.
  • the final weighing indicated the weight loss, due to water evaporation, of each mortar specimen.
  • the three weight loss numbers corresponding to each control and the three weight loss numbers corresponding to each tested composition were averaged, and the data that corresponded to the tested composition was compared to the data that corresponded to the control.
  • the tested composition performed well within the parameters set by the test. Specifically, the tested composition exhibited an average mass loss of 0.45 kg/m 2 (0.092 lb/ft 2 ), which is well within the 0.55 kg/m 2 (0.113 lb/ft 2 ) mass loss limit set by ASTM C 156 (2005), indicating that a composition that incorporates teachings of the present invention is suitable for use in curing concrete.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Sealing Material Composition (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Civil Engineering (AREA)
  • Paints Or Removers (AREA)

Abstract

A composition that may be used to retain moisture within fresh concrete as it cures to optimize the curing of the concrete may include one or more hardening and densifying agents and one or more temporary moisture sealing agents. Additionally such a composition may include a siliconate. The hardening and densifying agent of such a composition may penetrate the surface of fresh concrete to react with free lime, providing the fresh concrete with a strong surface. The temporary moisture sealing agent may form a moisture barrier on the surface of the fresh concrete to prevent moisture from escaping from the fresh concrete before the fresh concrete has sufficiently cured. The temporary moisture sealing agent may degrade within a matter of days, facilitating its removal from the surface of the concrete once the concrete has cured and enabling further treatment of the surface without undue delay.

Description

This application claims priority to U.S. Provisional Patent Application No. 61/299,880, filed on Jan. 29, 2010, titled COMPOSITIONS AND METHODS FOR CURING CONCRETE, the entire disclosure of which is, by this reference, hereby incorporated herein.
TECHNICAL FIELD
The present invention relates generally to compositions and methods for curing concrete and, more specifically, to compositions that hold moisture within concrete as the concrete cures, as well as to methods for retaining moisture within concrete as it cures. Specifically, the present invention includes compositions and methods in which a hardening and densifying agent is used in curing concrete, including, without limitation, concrete structures, such as slabs, pavement, runways and decks (e.g., bridges, parking structures, etc.).
BACKGROUND OF RELATED ART
Concrete typically includes cement, fly ash, and an aggregate (e.g., sand, limestone, gravel, etc.), among other possible components (e.g., chemical admixtures, etc.). When water is added to the cement, a chemical reaction known as “hydration” occurs between the cement and the water. The resulting cement gel or paste cures, or sets, to bind the other components of the concrete together. The longer the cement is exposed to water, the more complete and consistent (e.g., even) the hydration reaction throughout the concrete. Initially, the cement gel or paste is rigid, but not very strong. If water is removed from the cement gel or paste (e.g., by evaporation, etc.) before the cement gel or paste gains sufficient strength, the resulting structural changes to the concrete (e.g., shrinkage, etc.) may cause the cement and, thus, the concrete, to be undesirably porous, to crack, or to otherwise weaken. Accordingly, it is often desirable to maintain a suitable water, or moisture, content within fresh concrete until the cement gel or paste has had sufficient time to gain strength.
A number of techniques have been developed to maintain the moisture content of fresh concrete as the cement within the fresh concrete cures, or strengthens. One common technique involves trapping water within the fresh concrete by providing a moisture barrier on the exposed surfaces of the fresh concrete. Common moisture barriers include resinous (e.g., acrylic, etc.) concrete curing compositions. Unfortunately, many conventional resinous concrete curing compositions do not provide an aesthetically pleasing finished surface, and they are difficult to remove. Even so-called “self-dissipating” compositions, which typically degrade when exposed to ultraviolet (UV) radiation over long periods of time (e.g., 40 to 60 days or longer), leave finished concrete surfaces with aesthetically undesirable appearances and are difficult to remove when further surface treatment (e.g., hardening and densifying, polishing, application of sealers, etc.) is desired.
SUMMARY
The present invention includes compositions that may be used to retain moisture within fresh concrete as it cures to optimize curing of the concrete. For the sake of simplicity, the compositions of the present invention are referred to herein as being useful for curing concrete.
A composition suitable for curing concrete may include a hardening and densifying agent. Examples of such an agent include, but are not limited to, silicates. As used herein, silicates include polysilicates (e.g., alkali metal polysilicates, such as lithium polysilicate, sodium silicate, potassium silicate, etc.) and colloidal silicas. The ability of the hardening and densifying agent to reduce porosity in exposed surfaces of fresh concrete may, in effect, cause the fresh concrete to retain moisture for prolonged periods of time, which may enhance or even optimize curing of the fresh concrete.
In some embodiments, a composition of the present invention may consist of the hardening and densifying agent. In other embodiments, a composition may consist essentially of the hardening and densifying agent.
Other embodiments of compositions that are suitable for curing concrete in accordance with teachings of the present invention may include, or even consist essentially of, a hardening and densifying agent and a siliconate (e.g., a metal siliconate; an alkali metal siliconate, such as potassium methyl siliconate; etc.). In addition to hardening and densifying concrete, some siliconates are known to form polymeric films on surfaces to which they are applied. Such a polymeric film may enhance the ability of the hardening and densifying agent to trap moisture within fresh concrete.
Another embodiment of a composition of the present invention includes a temporary moisture sealing agent in addition to a hardening and densifying agent and, optionally, a siliconate. When such an embodiment of composition is applied to a surface of fresh concrete, the temporary moisture sealing agent forms a substantially confluent (i.e., substantially non-porous) film over the surface. A film formed by the temporary moisture sealing agent acts as a moisture barrier, preventing water from escaping the temporarily sealed surface on which the film has been formed. In some embodiments, a temporary moisture sealing agent may degrade within days (e.g., three days, seven days, 14 days, less than a month, etc.) of its application to a concrete surface, enabling self-dissipation or simplifying its removal from the surface, and enabling further treatment of the surface without any significant time delay after the concrete has sufficiently cured.
A composition that includes or consists essentially of any of the foregoing may also include one or more non-essential components. Without limiting the scope of the present invention, non-essential components may include pigments, surfactants and leveling agents.
Concrete curing systems that include separate components are also within the scope of the present invention. In some embodiments, such a concrete curing system may include one component that includes hardening and densifying agent and, optionally, a siliconate, while a separate component includes a temporary moisture sealing agent.
The present invention also includes various embodiments of methods for formulating and manufacturing compositions that may be used to cure concrete. In a manufacturing method, a hardening and densifying agent may be blended with one or more substances, such as a siliconate or a temporary moisture sealing agent, that will retain moisture within fresh concrete as the fresh concrete cures.
In addition, the present invention includes methods for curing concrete. Such a method includes applying a composition that includes a hardening and densifying agent to an exposed surface of the concrete. The hardening and densifying agent may be applied alone, or with one or more other substances that will retain moisture within the fresh concrete. As a non-limiting example, the hardening and densifying agent may be applied with a siliconate. As another example, the hardening and densifying agent may be applied with a temporary moisture sealing agent. In embodiments where the hardening and densifying agent is applied to a surface of fresh concrete along with another substance that retains material within the fresh concrete, application of the hardening and densifying agent may be effected before the other substance forms a film or barrier on the surface. In some embodiments, the hardening and densifying agent may be applied before the other substance, substantially concurrently with the other substance, or as part of the same composition as the other substance. In other embodiments, the hardening and densifying agent may be applied to the surface after the other substance, but before the other substance forms a barrier on the surface (e.g., polymerizes, agglomerates, etc.).
Other aspects, as well various other features and advantages of different aspects, of the present invention will become apparent to those of skill in the art through consideration of the ensuing description and the appended claims.
DETAILED DESCRIPTION
A composition that is suitable for preventing moisture from escaping fresh, curing concrete (i.e., for use in curing concrete) in accordance with teachings of the present invention, in various embodiments, includes a hardening and densifying agent. Some embodiments of such a composition further include a siliconate. In other embodiments, a composition of the present invention may additionally include a temporary moisture sealing agent.
The hardening and densifying agent of a composition of the present invention may comprise, consist essentially of or consist of a polysilicate. More specifically, the polysilicate may include a metal polysilicate. In even more specific embodiments, the metal polysilicate may comprise one or more alkali metal polysilicates, such as lithium polysilicate. The polysilicate may make up about 10% to about 20% of the total weight (i.e., w/w) of a composition of the present invention. These percentages are based upon the polysilicate-containing product used in the composition. As polysilicates are typically provided in liquid form, the percentages represent the amount of liquid, regardless of the solids content of that liquid, used in a composition of the present invention. In embodiments where LUDOX® lithium polysilicate is obtained from Grace Davison of Columbia, Md., the actual solids (i.e., lithium polysilicate) content of that product is about 20% solids, by weight (w/w), meaning that the actual lithium polysilicate content of a composition of the present invention is about 2% to about 4% of the total weight of the composition (i.e., about 10%×20% to about 20%×20%).
As an alternative to a polysilicate or mixture of polysilicates, the hardening and densifying agent of a composition that incorporates teachings of the present invention may include, consist essentially of or consist of a colloidal silica, such as a cationic amorphous silica. Like polysilicates, colloidal silicas are often obtained in liquid form. For example, the colloidal silica suspension available from Grace Davison as LUDOX® HSA has a silica content of 29.0% to 31.0%, by weight of the solution. Thus, a composition that includes that type of colloidal silica may have an actual colloidal silica content of about 2.9% w/w (i.e., about 10%×29.0%) to about 6.2% w/w (i.e., about 20%×31.0%).
Of course, compositions that include mixtures of different types of hardening and densifying agents, including different silicates, are also within the scope of the present invention.
In embodiments where a composition of the present invention includes a siliconate, the siliconate may comprise about 3% to about 6% of the weight of the composition. In some embodiments, the siliconate may comprise a metal siliconate. In more specific embodiments, the siliconate may comprise an alkali metal siliconate, such as potassium methyl siliconate. As an example, the potassium methyl siliconate of a composition of the present invention may comprise the “silane resin solution” available from Dow Corning Corporation of Midland, Mich., as XIAMETER® OFS 0777 SILICONATE. That solution has a solids content of 40% to 70% w/w. Thus, the actual potassium methyl siliconate solids may make up about 1.2% (i.e., about 3%×40%) to about 4.2% (i.e., about 6%×70%) of the weight of the composition.
Silicates and other hardening and densifying agents may facilitate curing of concrete without the need for subsequent removal, or requiring only a minimal removal effort (e.g., spraying with water, light brushing, etc.).
The temporary moisture sealing agent of the curing compound may be selected and/or configured to remain in place for a few days, and then be removed with little or no additional effort. It may eventually break down and dissipate once the fresh concrete has sufficiently cured. Examples of a temporary moisture sealing agent that may be used in various embodiments of compositions and methods that incorporate teachings of the present invention include, without limitation, materials that will degrade in a matter of days (e.g., three days, seven days, fourteen days, etc.). In some embodiments, such a material may include a wax, such as a paraffin wax, a polyethylene wax, a scale wax or the like.
The temporary moisture sealing agent may be included in a composition in an amount that will enable it to form a substantially confluent film over a surface to which the composition is applied. In some embodiments, about 30% to about 60% of the weight of a composition may comprise a temporary moisture sealing agent. A specific, but non-limiting, example of a wax that may be used in a composition of the present invention is the paraffin wax available from Michelman, Inc., of Cincinnati, Ohio, as MICHEM® LUBE 743. That material has a solids content of 35% to 50%, which would equate to about 10.5% (i.e., about 30%×35%) to about 30% (i.e., about 60%×50%) of a composition of the present invention. In other embodiments, the temporary moisture sealing agent may comprise a scale wax, such as MICHEM® EMULSION 70750 or MICHEM® EMULSION 39235, both of which are available from Michelman, Inc.
A specific embodiment of a composition of the present invention includes (or may consist of) about 10% to about 20%, by weight, lithium polysilicate or colloidal silica; about 3% to about 6%, by weight, potassium methyl siliconate; and about 30% to about 60%, by weight, wax, with the balance (e.g., about 14% to about 69%, by weight) of the composition comprising water.
In other embodiments, a composition of the present invention may consist of a temporary moisture sealing agent, a hardening and densifying agent (e.g., a silicate and/or colloidal silica), and, optionally, water.
As an alternative to a wax, a variety of other membrane or film forming temporary moisture sealing agents may be used in a composition that incorporates teachings of the present invention. Non-limiting examples of other temporary moisture sealing agents include oils and oil based curing compounds, polyvinyl alcohol (PVA) based curing compounds, chlorinated rubber curing compounds, resin based curing compounds, and other materials and compounds that will form a temporary membrane or film over a surface of fresh concrete to seal moisture within the fresh concrete as it cures. Another embodiment of temporary moisture sealing agent includes water-soluble film-forming polymers, such as those described by U.S. Patent Application Publication 2009/0162540 of Golovkova, et al., the entire disclosure of which is, by this reference, hereby incorporated herein. Other materials, such as chloroparaffins, fatty acid triglycerides, alkyl sulfonic esters (e.g., phenols, cresoles, fatty acid esters, etc.), phthalates (e.g., dioctyl phthalate, dibutyl phthalate, benzyl butyl phthalate, etc.), polymers derived from glycerol, polymers derived from iso-cyanates or thio-cyanates (e.g., polyurethane, vegetable oil-extended polyurethane systems, moisture-curable polyurethane polymers, etc.). polymers derived from sulfur-containing reactants and polymers derived from silicon-containing reactants may be used as temporary moisture sealing agents.
In addition to the foregoing components, as well as various combinations thereof, one or more other components may also be included in a composition according to the present invention. Non-limiting examples of such components include surfactants. leveling agents and pigments. In embodiments where a hardening and densifying agent is mixed with a temporary moisture sealing agent, a surfactant may enable these two components to homogeneously or substantially homogeneously blend with one another. A leveling agent may facilitate spreading of a composition of the present invention over a surface of a substrate to be cured. A pigment may serve a variety of functions, including, without limitation, providing an identifier of the state of a substrate (e.g., an indicator that the substrate has not cured, etc.), light reflectance (e.g., when a white or other light colored pigment is used) and the like.
The present invention also includes methods for compounding a composition for use in curing concrete. In various embodiments, such a method includes providing a volume of water, blending at least one hardening and densifying agent into the volume of water, then blending at least one temporary moisture sealing agent into the volume of water. Blending may be effected using substances (e.g., the hardening and densifying agent and the temporary moisture sealing agent, etc.) that are already in solution (e.g., aqueous based substances, etc.).
In some embodiments, a siliconate or mixture of siliconates may be blended into the composition. The siliconate or siliconates may be added after the hardening and densifying agent has been mixed with the water and/or before the temporary moisture sealing agent is blended with the water and the hardening and densifying agent.
In a specific embodiment, a volume of water is provided that corresponds to about 14 percent to about 69 percent of a total weight of the desired finished composition. At least one hardening and densifying agent is then mixed into the volume of water, with the amount of the hardening and densifying agent being sufficient to comprise about 10 percent to about 20 percent of the total weight of finished composition. Thereafter, a sufficient amount of at least one siliconate may be blended into the mixture such that about three percent to about six percent of the total weight of the finished composition will comprise the at least one siliconate. Finally, at least one temporary moisture sealing agent is blended into the mixture. The amount of the temporary moisture sealing agent may be sufficient to comprise about 30 percent to about 60 percent of the total weight of the finished composition. The resulting composition may then be packaged, stored, and transported in any suitable manner known in the art.
In addition, the present invention includes methods for curing concrete. Such a method includes applying a composition that includes a hardening and densifying agent to an exposed surface of the concrete. The hardening and densifying agent may be applied alone, or with one or more other substances that will retain moisture within the fresh concrete. As a non-limiting example, the hardening and densifying agent may be applied with a siliconate. As another example, the hardening and densifying agent may be applied with a temporary moisture sealing agent. In embodiments where the hardening and densifying agent is applied to a surface of fresh concrete along with another substance that retains material within the fresh concrete, application of the hardening and densifying agent may be effected before the other substance forms a film or barrier on the surface. In some embodiments, the hardening and densifying agent may be applied before the other substance, substantially concurrently with the other substance, or as part of the same composition as the other substance. In other embodiments, the hardening and densifying agent may be applied to the surface after the other substance, but before the other substance forms a barrier on the surface (e.g., polymerizes, agglomerates, etc.).
As the hardening and densifying agent and the temporary moisture sealing agent may be applied separate, the present invention also includes concrete curing systems in which these components are separate from one another.
The ability of a composition or system of the present invention to retain moisture within fresh concrete were evaluated by a known technique—the ASTM C 156 (2005) test protocol from ASTM International. The ASTM C 156 (2005) is a test protocol titled “Water Retention by Liquid Membrane-Forming Curing Compounds for Concrete” that determines the ability of various compounds to prevent moisture from escaping fresh concrete. Generally, the tested composition was applied to finished surfaces of fresh concrete slabs and the weight loss of each sample was measured after a predetermined duration of time.
More specifically, “standard” mortar was mixed. “Standard” mortar includes ASTM C 150 Type I/II Portland cement, ASTM C 778 standard graded sand, and water. The water-to-cement ratio of the mixture was 0.4 and the sand-to-cement ratio of the mixture was 2.19. The average flow of the mixture, which was measured in accordance with the protocol set forth by ASTM C 87, was 40.
The mortar mixture was used to prepare three two inch thick square mortar specimens with 39.1 sq. in. top surfaces for the tested composition, and three more mortar specimens to serve as a control. The surface of each mortar specimen was steel troweled. The edges of each specimen were sealed with paraffin wax, providing a test surface with an area of about 36 sq. in.
Shortly after the edges were sealed, the test composition was applied, by brush, to the surfaces of three corresponding mortar specimens. The tested composition was applied to the surface of each of the three mortar specimens in an amount equivalent to one gallon per 400 sq. ft. Nothing was applied to the surfaces of the three mortar specimens that served as controls during the test. At this point, each mortar specimen was placed in a special controlled humidity chamber (with a temperature of 100°±2° F., a relative humidity of 32% ±2%, and a water evaporation rate of 2 gal./hour) and weighed. The mortar specimens were then permitted to cure in the chamber for another 72 hours, at which point the weight of each mortar specimen was again determined. The final weighing indicated the weight loss, due to water evaporation, of each mortar specimen. The three weight loss numbers corresponding to each control and the three weight loss numbers corresponding to each tested composition were averaged, and the data that corresponded to the tested composition was compared to the data that corresponded to the control. The tested composition performed well within the parameters set by the test. Specifically, the tested composition exhibited an average mass loss of 0.45 kg/m2 (0.092 lb/ft2), which is well within the 0.55 kg/m2 (0.113 lb/ft2) mass loss limit set by ASTM C 156 (2005), indicating that a composition that incorporates teachings of the present invention is suitable for use in curing concrete.
Although the foregoing description contains many specifics, these should not be construed as limiting the scope of the present invention, but merely as providing illustrations of some embodiments. Similarly, other embodiments of the invention may be devised which do not exceed the scope of the present invention. Features from different embodiments may be employed in combination. The scope of the invention is, therefore, indicated and limited only by the appended claims and their legal equivalents, rather than by the foregoing description. All additions, deletions and modifications to the invention as disclosed herein which fall within the meaning and scope of the claims are to be embraced thereby.

Claims (16)

What is claimed:
1. A composition useful for curing concrete, comprising:
a hardening and densifying agent; and
a temporary moisture sealing agent comprising a material that forms a film on a surface of the concrete without substantially entering into pores in the surface of the concrete and that will break down and self-dissipate to facilitate its complete removal from the surface of the concrete less than a month after its application as a film to the surface of the concrete.
2. The composition of claim 1, wherein the hardening and densifying agent comprises at least one silicate.
3. The composition of claim 2, wherein the at least one silicate comprises at least one of lithium polysilicate, sodium silicate and potassium silicate.
4. The composition of claim 2, further comprising at least one siliconate.
5. The composition of claim 4, wherein the at least one siliconate comprises potassium methyl siliconate.
6. The composition of claim 4, wherein:
the hardening and densifying agent includes:
the at least one silicate comprising about 10 percent to about 20 percent of a total weight of the composition; and
the at least one siliconate comprising about three percent to about six percent of the total weight of the composition;
the temporary moisture sealing agent comprises about 30 percent to about 60 percent of the total weight of the composition; and
further comprising water.
7. The composition of claim 6, wherein the water comprises a balance of the total weight of the composition.
8. The composition of claim 1, wherein the hardening and densifying agent comprises colloidal silica.
9. The composition of claim 8, wherein the hardening and densifying agent further comprises at least one siliconate.
10. The composition of claim 8, wherein:
the hardening and densifying agent includes:
the colloidal silica comprising about 10 percent to about 20 percent of a total weight of the composition; and
the at least one siliconate comprising about three percent to about six percent of the total weight of the composition;
the temporary moisture sealing agent comprises about 30 percent to about 60 percent of the total weight of the composition; and
further comprising water.
11. The composition of claim 1, wherein the temporary moisture sealing agent comprises wax.
12. The composition of claim 11, wherein the wax comprises at least one of a paraffin wax, a polyethylene wax, and a scale wax.
13. The composition of claim 1, wherein the temporary moisture sealing agent comprises at least one of an oil or oil based curing compound, a polyvinyl alcohol (PVA) based curing compound, a chlorinated rubber curing compound, and a resin based curing compound.
14. The composition of claim 1, wherein the temporary moisture sealing agent comprises a water-soluble film-forming polymer.
15. The composition of claim 1, wherein the temporary moisture sealing agent comprises at least one of a chloroparaffin, a fatty acid triglyceride, an alkyl sulfonic ester, a phthalates, a polymer derived from glycerol, a polymer derived from an iso-cyanate or a thio-cyanates, a polymer derived from a sulfur-containing reactant and a polymer derived from a silicon-containing reactant.
16. The compound of claim 1, wherein the temporary moisture sealing agent is blended with the hardening and densifying agent.
US13/580,913 2010-01-29 2011-01-31 Compositions and methods for curing concrete Active 2034-04-16 US9914668B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US13/580,913 US9914668B2 (en) 2010-01-29 2011-01-31 Compositions and methods for curing concrete

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
US29988010P 2010-01-29 2010-01-29
PCT/US2011/023239 WO2011094717A1 (en) 2010-01-29 2011-01-31 Compositions and methods for curing concrete
US13/580,913 US9914668B2 (en) 2010-01-29 2011-01-31 Compositions and methods for curing concrete

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
PCT/US2011/023239 A-371-Of-International WO2011094717A1 (en) 2010-01-29 2011-01-31 Compositions and methods for curing concrete

Related Child Applications (1)

Application Number Title Priority Date Filing Date
US15/920,297 Division US10336657B2 (en) 2010-01-29 2018-03-13 Compositions and methods for curing concrete

Publications (2)

Publication Number Publication Date
US20130029050A1 US20130029050A1 (en) 2013-01-31
US9914668B2 true US9914668B2 (en) 2018-03-13

Family

ID=44319864

Family Applications (3)

Application Number Title Priority Date Filing Date
US13/580,913 Active 2034-04-16 US9914668B2 (en) 2010-01-29 2011-01-31 Compositions and methods for curing concrete
US15/920,297 Active US10336657B2 (en) 2010-01-29 2018-03-13 Compositions and methods for curing concrete
US16/460,933 Active 2031-03-24 US11186523B2 (en) 2010-01-29 2019-07-02 Compositions and methods for curing concrete

Family Applications After (2)

Application Number Title Priority Date Filing Date
US15/920,297 Active US10336657B2 (en) 2010-01-29 2018-03-13 Compositions and methods for curing concrete
US16/460,933 Active 2031-03-24 US11186523B2 (en) 2010-01-29 2019-07-02 Compositions and methods for curing concrete

Country Status (2)

Country Link
US (3) US9914668B2 (en)
WO (1) WO2011094717A1 (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011094717A1 (en) * 2010-01-29 2011-08-04 Advanced Concrete Technologies Llc Compositions and methods for curing concrete
CN102320860B (en) * 2011-08-10 2014-01-29 中国铁道科学研究院铁道建筑研究所 A kind of concrete curing agent suitable for strong wind and dry area and preparation method thereof
JP6318501B2 (en) * 2013-08-30 2018-05-09 株式会社大林組 Concrete curing method
US11904353B2 (en) 2014-01-20 2024-02-20 Adhesives Technology Corporation Use of hardeners/densifiers in cutting or otherwise removing material from inorganic substrates
CN105819895A (en) * 2016-03-21 2016-08-03 深圳市纳路特科技有限公司 Ultra-nano-lithium base concrete seal solidification agent
EP3395455B1 (en) * 2017-04-26 2020-04-08 BAUER Spezialtiefbau GmbH Sealing wall material and method for producing same
CN109734477A (en) * 2019-02-20 2019-05-10 赵兴华 A kind of preparation method of compound concrete curing agent
CN111620715B (en) * 2020-04-24 2022-04-29 苏州佳固士新材料科技有限公司 A kind of water-based permeable crystalline concrete surface repair reinforcement material and preparation method and application thereof
CN112960989B (en) * 2021-02-23 2022-06-24 杭州华杰商品混凝土有限公司 Concrete curing agent and preparation method thereof
CN117623804B (en) * 2023-11-14 2024-08-13 临海市城发绿色装配式建筑制造有限公司 Construction site concrete member maintenance method

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4239540A (en) 1979-11-21 1980-12-16 Hsin Chu Chen Milky curing agent for concrete and preparation method thereof
US5316847A (en) * 1989-10-05 1994-05-31 Biodata Oy Biologically degradable films comprising enzyme-coated bio-degradable polymer particles
US5512619A (en) 1993-01-19 1996-04-30 National Starch And Chemical Investment Holding Corporation Dissipative curing and coating composition for concrete
US6187382B1 (en) 1998-10-09 2001-02-13 Donald V. Lightcap, Jr. Liquid membrane-forming curing composition and method of curing fresh concrete
US20020034650A1 (en) 2000-07-19 2002-03-21 Neely James E. Curable coating compositions
US20020168477A1 (en) 2001-04-20 2002-11-14 Savin Ronald R. Silicate coating compositions
US20050011416A1 (en) * 2003-07-14 2005-01-20 Fritz Tollner Concrete thickener for thickening concrete article, said concrete article and process for producing same
US20060048670A1 (en) 2002-06-06 2006-03-09 Radi Al-Rashed Aqueous chemical mixture to mitigate water associated problems in concrete pavements
US20090162540A1 (en) 2007-12-21 2009-06-25 The Euclid Chemical Company Easily removable concrete curing compound
US20110005431A1 (en) * 2009-07-07 2011-01-13 Hexion Speciality Chemicals, Inc. Curing or sealing compositions for concrete and cement formulations and processes for using the same

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6178382B1 (en) * 1998-06-23 2001-01-23 The Board Of Trustees Of The Leland Stanford Junior University Methods for analysis of large sets of multiparameter data
JP3904076B2 (en) * 2002-08-12 2007-04-11 トヨタ自動車株式会社 EGR control device for internal combustion engine
WO2011094717A1 (en) * 2010-01-29 2011-08-04 Advanced Concrete Technologies Llc Compositions and methods for curing concrete

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4239540A (en) 1979-11-21 1980-12-16 Hsin Chu Chen Milky curing agent for concrete and preparation method thereof
US5316847A (en) * 1989-10-05 1994-05-31 Biodata Oy Biologically degradable films comprising enzyme-coated bio-degradable polymer particles
US5512619A (en) 1993-01-19 1996-04-30 National Starch And Chemical Investment Holding Corporation Dissipative curing and coating composition for concrete
US6187382B1 (en) 1998-10-09 2001-02-13 Donald V. Lightcap, Jr. Liquid membrane-forming curing composition and method of curing fresh concrete
US20020034650A1 (en) 2000-07-19 2002-03-21 Neely James E. Curable coating compositions
US20020168477A1 (en) 2001-04-20 2002-11-14 Savin Ronald R. Silicate coating compositions
US20060048670A1 (en) 2002-06-06 2006-03-09 Radi Al-Rashed Aqueous chemical mixture to mitigate water associated problems in concrete pavements
US20050011416A1 (en) * 2003-07-14 2005-01-20 Fritz Tollner Concrete thickener for thickening concrete article, said concrete article and process for producing same
US20090162540A1 (en) 2007-12-21 2009-06-25 The Euclid Chemical Company Easily removable concrete curing compound
US20110005431A1 (en) * 2009-07-07 2011-01-13 Hexion Speciality Chemicals, Inc. Curing or sealing compositions for concrete and cement formulations and processes for using the same

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
International Searching Authority, United States Patent and Trademark Office "International Preliminary Report on Patentability" issued in related PCT application No. PCT/US2011/023239, dated Jul. 31, 2012.
International Searching Authority, United States Patent and Trademark Office "International Search Report and Written Opinion" issued in related PCT application No. PCT/US2011/023239, dated Mar. 29, 2011.
Li, X., et al.; Asian Journal of Chemistry, 2014, p. 4566-4570. *

Also Published As

Publication number Publication date
US20180201547A1 (en) 2018-07-19
WO2011094717A1 (en) 2011-08-04
US10336657B2 (en) 2019-07-02
US20130029050A1 (en) 2013-01-31
US20190322593A1 (en) 2019-10-24
US11186523B2 (en) 2021-11-30

Similar Documents

Publication Publication Date Title
US11186523B2 (en) Compositions and methods for curing concrete
US8653163B2 (en) Coated aggregate for producing concrete
KR102358366B1 (en) Superhydrophobic emulsion composition and superhydrophobic cement paste added thereto
KR102169244B1 (en) Rapid hardening organic and inorganic hybrid polymer cement type waterproofing coating composition with breathable, nonflammable and wet-curable properties and the waterproofing contruction method using thereof
KR101194554B1 (en) Modified early strength concrete composite with acrylic emulsion and sulfur polymer, manufacturing method of the composite, and repairing method of concrete structure using the composite
NZ532991A (en) Compositions and methods for treating set gypsum
JPH0216186A (en) Water-repellent composition
KR101893792B1 (en) Modified-Asphalt Concrete Composition Comprising LDPE and SIS and Constructing Methods Using Thereof
KR100954450B1 (en) Coating composition of ultra-polymer smart ceramic and method of surface treatment for concrete structure or steel structure
US9650782B2 (en) Exterior insulation mortar for cold weather and method for constructing exterior insulation system using same
KR101545170B1 (en) High-early strengthening concrete composition containing polymer and repairing method of concrete structure using the composition
RS63724B2 (en) Fast drying building material composition based on a mineral hybrid adhesive
KR101315125B1 (en) Permeable composite for reinforcing and protecting the surface layer of concrete structure, waterproofing method and repairing method of conctrete structure using the composite
KR101811559B1 (en) Transparent water-based acrylic silicone water-proof/water-repellent composition
KR20120039938A (en) Cement paste composition and costruction pavement method for porous pavement using the same
KR101405366B1 (en) Penetrating water repellent and method for carrying out groove construction using the same
KR20020058948A (en) Waterproofing Composition Having Permeation Mechanism, Method for Producing the Same, and Hybrid Waterproofing Construction Method Using the Same
AU622551B2 (en) Method of preventing the deterioration of a hardened cement- based mass
KR101916821B1 (en) SBR modified acryl-urethane waterproof composition including water-soluble urethane polymer and preparation method thereof
CN111269025B (en) Lithium-based penetrating fluid modified concrete surface reinforcing agent and preparation and use methods thereof
KR101137972B1 (en) Surface treating agent composition for concrete
JPH02180776A (en) Composition and method for waterproofing of wet structural body
CN112960989B (en) Concrete curing agent and preparation method thereof
CN110540379A (en) Composition and method for curing concrete
EP3060534B1 (en) Use of and method comprising the spraying of a curing composition for a hydraulic composition providing improved adhesion

Legal Events

Date Code Title Description
AS Assignment

Owner name: ADVANCED CONCRETE TECHNOLOGIES, LLC, UTAH

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:HILLS, DAL N.;BARRUS, KENT;REEL/FRAME:029092/0489

Effective date: 20101118

STCF Information on status: patent grant

Free format text: PATENTED CASE

AS Assignment

Owner name: KAYNE SENIOR CREDIT III LOANCO, LLC, AS ADMINISTRATIVE AGENT, ILLINOIS

Free format text: ASSIGNMENT FOR SECURITY - PATENTS;ASSIGNOR:ADHESIVES TECHNOLOGY CORPORATION;REEL/FRAME:055382/0510

Effective date: 20210201

MAFP Maintenance fee payment

Free format text: PAYMENT OF MAINTENANCE FEE, 4TH YR, SMALL ENTITY (ORIGINAL EVENT CODE: M2551); ENTITY STATUS OF PATENT OWNER: SMALL ENTITY

Year of fee payment: 4

AS Assignment

Owner name: ADHESIVES TECHNOLOGY CORPORATION, FLORIDA

Free format text: RELEASE OF SECURITY INTEREST : RECORDED AT REEL/FRAME - 055382/0510;ASSIGNOR:KAYNE SENIOR CREDIT III LOANCO, LLC;REEL/FRAME:057262/0139

Effective date: 20210722

AS Assignment

Owner name: ADHESIVES TECHNOLOGY CORPORATION, FLORIDA

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:ADVANCED CONCRETE TECHNOLOGIES LLC;REEL/FRAME:059896/0254

Effective date: 20210201

AS Assignment

Owner name: JPMORGAN CHASE BANK, N.A., AS COLLATERAL AGENT, ILLINOIS

Free format text: SECURITY INTEREST;ASSIGNORS:ASP METEOR ACQUISITION CO LLC;ADHESIVES TECHNOLOGY CORPORATION;AMERICAN SEALANTS, INC.;AND OTHERS;REEL/FRAME:061113/0895

Effective date: 20220901

MAFP Maintenance fee payment

Free format text: PAYMENT OF MAINTENANCE FEE, 8TH YR, SMALL ENTITY (ORIGINAL EVENT CODE: M2552); ENTITY STATUS OF PATENT OWNER: SMALL ENTITY

Year of fee payment: 8